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Z-5617-A Map 3
Southwestern Bell. vault & manhole u T C 3 Y. W I 00 tf) I N N O Z I T 1 RA C 1T I I S77• (D 7051'38»E wire enceo�� 5 LiJ U0 RA\ 1'O / R612.95' CDN86'30'37" E / S77-27,1 1.,E LC94.67' 0 1_4 brick/rrdmii \ \ \ � � rnaanho�e er R675.00' � � \-� l���T CDS88°45'51" E A LC 190.65' end/ end urD i - �`'-_, 11 S89'46'18 E � 12-�- curb I 9aYwire/./. PP HP>,.''-�... 4 to \8450'34 E PP -----------_---- Y / Closed PP tele riser L� II hour I/' _ . PP ._._. _.- _ P L1 surface inlet we PP Pp - _ PP _ _ - - . _ . _ . _ fire hydr. II II Y\ �` P I guy wire \ R1014.93' I I (manho�eef t3 t4 II j gay wire CDS79° 18'54" E I I I S8901010 7 E j%LC347.37' 20, wide _---� 28.16' aana. naw •� Drainage Esnil I pc 15 \ I I I f M' m u I ! PP\ o \ frame barnI I � Sewer 0/�3 ��., 10, 10, N77"51%38 ty 209.69' point of beginning I o I I I � I I (light pole I t I I I j CD I l Tw Southwest corner NW1/4 NE 1/4 Section 1 AREA OF 100 YEAR FLOOD UWTS OF FLOOMAY FLOOD INFORMATION IS PLOTTED AS SHOWNON FIRM COMMUNITY PANEL # 050181 0039 F --, PRELIMINARY (DATED SEPT. 22, 2000) 2,68 ACRES IN FLOODPLAIN Fl -00--- 2.60 ACRES IN FLOODWAY °.l DwAr OXzn aLL V T � \ approx. creek bank o�- \ 20' Esmt. ^a' ROCK CREEK \` � - SEWer oman o e r _ 10 10' o %,n�seewer N88' 16'41"W 1214.39' CDS48'21'24'E ; P �j Iunct<box LC65.40' / O 4 00 / II W N 1n I I 16 30' I 30' I I j Z O O IO � r W � I O PP 60 0 60 Scale i = 60 ft 180 ARKANSAS STATE NORTH PLANE COORDINATES ZONE MONUMENT 1 N 154066.15 E 1175648.53 found bolt --_ 2 N 154466.31 E 1175672.81 found iron pin 3 N 154510.41 E 1175467.81 found 3/4 pip - 4 N 154810.54 E _ 1175479.34 found iron pin_ 5 N 154788.46 E 1175581.99 set nail 6 N 155088.20 E 1175594.55 found iron pin 7 N 155065.51 E 1175696.49 found iron pin - 8 N 155071.28 E 1175790.98 set 1/2" iron pin 9 N 155031.65 E 1175995.12 set cotton spindle_ 10 N 155027.54 E 1176185.72 set cotton spindle I1 N 155039.96 E 1176323.31 set cotton spindle N 155039.10 E 1176540.26 set 1/2" iron pi 13 N 154974.69 E_1176881.61 set 1/2" iron pin 14 N 154974.28 E 1176909.76 1 S N 154930.82 E 1176958.63 16 IJ 154823.50 E 1176 972. 63 1 N 154383.14 E 1176960.05 ----- 18 NI -1- 54140 .92 E --- 1176908.43 19 N 154029.66 E 1176862.38 LEGAL DESCRIPTION m m w SHACKLEFCRD (SOUTHWEST CORNER) c (� I THE E1/2 OF TRACT 40, THE SOUTH 300 Y1. OF THE W1/2 OF -TRACT 40, II ALL IN UNIT #1 OF INDEPENDENCE FARMS, A SUBDIVISION IN PULASKI i 2 I COUNTY, ARKANSAS AND PART OF THE NW1/4 NE1/4, ALL IN SECTION 1, T -1-N, R -14-W, UITLE ROCK, PULASKI COUNTY, ARKANSAS BEING MORE I PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE ,OUIHWEST CORNER OF THE NW1/4 NE1/4 SAID SECTION 1; THENCE NO3'2819"E ALONG THE WEST LINE THEREOF, 400.90 FT. TO THE SOUTHEAST CORNER OF SAID TRACT 40, UNIT #1, INDEPENDENCE wer man. s 3 I I FARMS; THENCE N77'51'3eW ALONG THE SOUTH LINE OF SAID .TRACT manhole _0 I 40, 209:69 FT. TO THE SOUTHWEST CORNER THEREOF; THENCE NO2'11'59"E ALONG THE 'NEST LINE OF SAID TRACT 40, 300.35 FT.; THENCE S77'51'38"E, 105.00 FT.; THENCE NO2'23'58"E, 300.00 cc) I FT. TO A POINT ON THE NORTH LINE OF SAID TRACT 40; THENCE 57727'11"E ALONG SAID NORTH LINE, 104.44 FT. TO THE NORTHEAST CORNER OF SAID TRACT 40; THENCE NORTHEASTERLY ALONG THE SOUTH j I V) I I RIGHT-OF-WAY LINE OF KANIS ROAD, BEING THE ARC OF A 612.95 IFf. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF wI N86'30'37"E, 94.67 FT TO A Pia=NT ON THE CENTERLINE OF OLD Z I KANIS ROAD (NOW CLOSED); THENCE 579 00 54" E ALCNCG SAID CENTERLINE 207.94 FT., TFIENCE EASTERLY AND CONTINUING ALONG SAID CENTERLINE, BEING THE ARC OF A 675.00 FT. RADIUS CURVE TO THE �I I LEFT, A CHORD BEARING AND DISTANCE OF 588'45'51"E, 190.65 FT.; THENCE N84750'3eE AND CONTINUING ALONG SAID CENTERLINE,138.15 zl FT.; THENCE S89'46'16'E AND CONTINUING ALONG SAID CENTERLINE, 216.95 FT. TO A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF CHENA" d c PARKWAY; THENCE EASTERLY ALONG SAID SOUTH RIGHT-OF-WAY LINE, l BEING THE ARC OF A 1014.93 FT. RADIUS CURVE TO THE LEFT, A CHORD a BEARING AND DISTANCE OF S79'18'54"E, 347.37 FT.; THENCE n S89'10'07'E AND CONTINUING ALONG SAID SOUTH Ri HT -OF -WAY LINE, H °I 28.16 FT. TO THE WEST RIGHT-OF-WAY LINE OFA RIGHT-OF-WAY DEDICATED FOR THE FUTURE EXTENSION SOUTHERLY OF KIRK ROAD 00 { RECORDED AT DEED 98 046678 OF THE RECORDS OF PULASKI COUNTY, {I ARKANSAS; THENCE SOUTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE, 17 BEING THE ARC OF A 50.00 FT. RADIUS CURVE TO THE RIGHT,•;A CHORD BEARING .AND DISTANCE OF S48'21'24"E, 65.40 FT.; THENCE I S0725'52"E AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 108.23 FT.; THENCE S01'38'10"W AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE, 440.54 FT.; THENCE SOUTHWESTERLY AND CONTINUING ALONG SAID RIGHT-OF-WAY LINE, BEING THE ARC OF A 686.20 FT. RADIUS CURVE TO i THE RIGHT, A CHORD BEARING AND DISTANCE OF 512'01'54"W, 247.Cb FT.; THENCE S2228'59"W AND CONTINUING ALONG SAID R!GHT-OF-WAY LINE, 120.42 FT. TO A POINT ON THE SOUTh LINE OF SAID NW1/4 I NEI/4; THENCE N88'16'41"W ALONG SAID SOUTH LINE, 1214.39 FT. TO THE POINT OF BEGINNING, CONTAINING 30.8065 ACRES MORE OR LESS. R686.20' 4� I .. CDS 12' 01 ' 54" W I ' GIs ER LC247.66' I •.TATBoF' •t r Al •• man. s wer ZS1 28 manhole / I C) RE O \ ; � .•••..••ALLAH••••••. \\ •� ° / '^ 3 I l ^, O \\rCC) ) rpO V V �F / 4" son, sewe son. sewer man o e f9 _ 'Southeast corner N88'16'41"W NW1/4 NE 1/4 Section 1 Boundary Survey 117.74' PART OF TRACT 40, INDEPENDENCE FARMS AND PART OF THE NW 1 /4 NE 1 /4 Revised Jcn. 12, 2001 SECTION 1 Date April 28,1999 T -1-N, R -14-W PULASKI COUNTY, ARKANSAS_ Job N 99-018.3 I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. A PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR LITTLE ROCK, ARKANSAS. Paul -M. ite, PL -- � S #1281 Ark 058160 FEB - 7 2001 © VVR i+/ _ 1LUA ll1Ce1Lw mS A.I. 00L//Hl 1LI .9 111V(C. 0 CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING 0 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 5C>0-07ti( -14\/_1- 0 -01 4.0{-60-I2$I